The URL can be used to link to this page

Home My WebLink AboutPlans1. Building Systems Schedule Exterior Walls Concrete Walls W1.1 Existing 8" poured, reinforced concrete. R = 1.1 W1.2 W1.3 wan , f 3" Polystyrene insulation, New 8" poured, reinforced concrete R = 14.8 6" poured, reinforced concrete, 2x2 furring at 16" O.C., 11/2" polystyrene insulation, 6 mil. vinyl vapor barrier, '/," gypsum drywall, interior finish. R=7.4 W1.4 W1.3 with 2x2 furring at 16" O.C., %" CDX plywood sheathing, and 22 guage %" x 2%" un -galvanized corrugated steel. R = 8.2 W2.1 Wood Frame Walls 154" EFIS stucco system, 'h" CDX plywood sheathing, 2x6 framing at 16" O.C., 51/2" batt insulation, (L- z -o 6 mil. vinyl vapor barrier, 3/4" gypsum drywall, interior finish. R=25.9 X11 W2.2 W2.1 with 2x2 furring at 16" O.C., %" CDX plywood sheathing, and 22 guage %" x 23/" un -galvanized corrugated steel in lieu of EIFS stucco system. R= 26.6 W2.3 W2.1 with 2x8 framing at 16" O.C. in lieu of 2x6 framing, and 7 W' batt insulation in lieu of 554" batt insulation. R=33.6 Interior Walls Wood Frame Walls W3.1 2x4 or 2x6 framing at 16" O.C. 54" gypsum drywall and interior finish both sides. Floors Concrete Floors F1.1 Interior finish flooring, '/." CDX plywood, 2x2 sleepers, concrete fill, and radiant heating system, existing 4" f concrete slab. Wood Frame Floors F2.1 Interior finish flooring, 3/." CDX plywood, 2x2 sleepers, concrete fill, and radiant heating system, 3/" CDX plywood, 113/43" BCI 6000 1.7 joists, 1154" batt insulation. R=37.5 Roofs R1.1 Building Roofs 22 guage 3/" x 23/4" un -galvanized corrugated steel roofing, self-adhesive elastomeric waterproofing membrane, %" CDX plywood, engineered wood truss framing system, -3 1155" batt insulation, 6 mil. vinyl vapor barrier. R= 42.6 Porch and Terrace Roof R1.2 22 guage 3/" x 23/" un -galvanized corrugated steel roofing, self-adhesive elastomeric waterproofing membrane, %" CDX plywood, 13/." x 51/2" Versa -Lam rafters at 16" O.C., finish exterior soffit. 2. Notes 1. The foundation, floor slab, and CMU and Exterior walls of the existing building are to be preserved and renovated as shown on these plans. The roof and roof framing, interior walls, windows, doors, fixtures, appliances, and plumbing and electrical systems are to be demolished and replaced. 2. Building floor area Existing Building Addition 'Ibtal floor area 3. Design Loads Roof snow load Wind Seismic Design Frost Depth Soil Classification 1066. square feet 434. " 1500. square feet 40 psf 90 mph - exposure B Category C 36" GM - bearing capacity = 1500 psf 3. Abbreviations Braft Bottom of rafters CMU Concrete masonry units - Concrete block FF NTS Finish floor Not to scale 01-1 Overhang RB RO RP TB TBB TBL TC TCMU TF TER TJ 'PPL TPW Traft TS TSF Rafter bearing Rough opening Radius point Top of beam Top of bond beam Top of blocking Top of concrete Top of CMUs Top of footing Top of framing Top of joists Top of plate Top of plywood Top of rafters 'lbp of slab Top of sub floor WH Window head/door head 1 4. Schedule of Drawings Al 1. Building Systems Schedule 2. Notes 3. Abbreviations 4. Schedule of Drawings 5. Site Plan A2 L 2. 3. 4. Section at Bedrooms North Elevation South elevation Floor Plan A31. Wall Section at Bedrooms 2. Wall Section at Hall 3. Wall Section at Entry 4. Wall Section at Addition 5. Column Base 6. Terrace Roof Beam 7. Window Sill at W1.3 8. Window Sill at W2.3 9. East Elevation 10. West Elevation A4. 1. 2. 3. 4. Wall Section at Addition Section at Hall Section at Entry Section at Addition Roof Framing Plan Foundation Plan IS1 Improvement Survey x 0 z X 4 1. 1 1 1 1 la n/EW OVrAO 0 4-t Ne 25 2 / 00 ca -e es o 524 c•4 `S) cc ct v k m N mcca °3 b •,� CJ N 'r co ciro °o w 41, N -0 .w 0 ro "0 w cs o o Cepoei cte ao owlza 1 1 1 1 1 1 L_ -_-----_--- t 1 e .v/55r p/15 /,vl/ /27/41cc. 7We /S i z /Waved e/a S e07C fl/1 s "Ma/ 0141d Seegin dirntesh / ,J2d ✓47 /7.P_%d/rz d4 6, T9S, R91W, Garfield County, Colorado APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD DEPAR i Date2 6 S 13y , fre LDC$' NO INSPECTION WITHOUT THESE PLANS ON SITE page of 0 E to L CO OD m W m4-1 CL "CI 113 C m T m ' � E LIQc 0 d 0 4 cn o • -4 CB OI~ Q O n e ct a? 0 Il - • ►i ct - �� a -v in�z DI -1 Cri .71 LcS G.7 a to 87,4 b•0 r X1 6 0'= I I • `14. ti•0 1 rti GO li n .7CKq e It OU 0 10.0716 n:ft,/4f 13. tv o 4.0 7 -7144 r Ro DC r 1 25x35 Sheet Number Dates /0/23,20/2 eu/LomM? PERMH/r /3//20/3 .RE4j,sloN 1vb. / I a 25x55 3W awl r es o 1 1 11 1 1 3 1- L. v....� cp • PA I0 15.3 51(s b • 1v2 -r 4.2 3•b✓3 sat is•o • x Is 19 N.43. 2W rt L... 1 ib••32•M _ 2bx32-/W 1 1 0 Sheet Clients 1. Section at Bedrooms 2. North Elevation 3. South Elevation 4. Floor Plan Revisions /�.o. / • //3//200 • /442, 2J4.2,3,642, y/42 14.0 1D 1 1 / 0 3v./ 1=y -IV4 • 8.112. niJn. i ?C131 -N4 WIMOow — wig y FXI. L rNOp wowpnci aaisujhr 0 0 4 1 4- ./ it - 0 3 x 1 I 1 1 I 1 /9t 43 tsd r -...a-.--,. l,..`...,'—..-r,_..-liS.P...r t 4�— DC I Y rNDOW 12.0 9- 2 Project Guy ADU - Remodel and Addition 49541 County Road 214 New Castle, Colorado 81647 Project Number /1. //2 DECO•OrQ r7Nc71.1 5.9y2 47.b 33 rms Oiler Peter N. Guy 4954 County Road 214 New Castle, Colorado 81647 970 876 2634 at .3/r 53 7-[s F-+ 10 CO hP 0' r Contractor Chuck Apostolik Paradox Construction 537 Wagon Wheel Circle New Castle, Colorado 81647 970 618 9924 -1 03 2 51 8' 1 J Michael Gassman Architect Box 2510 Basalt, Colorado 81621 970 925 2695 1 1 2 xCgrDAR #215C.1,1 TP L lo 67i72_ t1t r •r 10'0 Truss: 1= i TIIf=If,r III -III „i/�IIII' - - Illi•_ 114E ' Sx(S77V9 sv(O two FounO/4PON 1 1. Wall Section at : 4 r ..5c.4,542/2/5/ 4)TP- II-11 yl TS VF s Truss 131 TPL _ IOb • jilt iii =lily 11 F= 2. Wall Section at 1"4 /1 SEE' 4/42, //51 t 2/31 � -rsr5� loco a1PL 9x9 Cott -WA' 5IMP5CW GR37 .SrlINOGFFCq`U/3K 15s 5641' 7NRE/41. 5-r 7N 41y# Ho' qr: .5/A4P3O(/ /N.5YrAarArroW 5. Column Base S 3/4.2, 3/42 /9eci1/ec1 oll-;neer *jfa2/lre /P-ey4.// 4K- uoa,--A- ler h -M e oQ /.v/9 9�'�P�� ? c" . / r�uti � /�� r�i �'kr,SP cA3 ANC f7VVOAi7ON Truss IT TPL IOb•7' T5 F Imo 0 77 9N. y1' L qi ?5r4 ;Yn ay �xg Gut 5AOOLE RAIZ. 3F�M ' ONa.. or GoLVMN 6. Terrace oof Beam 7. Window Sill at W1.3 -di/$.(1 SE 7//1.5,0/45 / r5 2 r F-hiH/Nt7 tioVE NO -m/9 ELAN ArSad- 8. Window Sill at W2.3 ,5LE : Grbt3 10/43 A 41L11•=m11.1.. Z545t- r4ENr tocsz Ia .5g'e • `+/A2 f� .1W %t./J':.•IY/ 4L c'c/ Sr7Ny AN0 {7N/,SN 9.44iOff 9. East ElevationEA At //ty n Q'r: .SEE' /y/42 2x1.1 Owns WAci GA/ 8-577NN -FccT1N� .�_y r=: SIF.�I 100•o $Tr Ilpl_1ut =1111=jiuJ IIMI Itll pl- LII lin O iu'�mf-nir ['l.1 gillI, liltl €p _:; Iltl 10 \ rxc5ra g 54.e 6 AND -ttM .ArlON rs • 42•1'M • TF Tu 3. Wall Section at -En 70y 7i TEIP1 111=II( Ill= FP., wn/9 Fi.1 _ Lk/;77N9 GNu, - AND f runt4nOV W1.1 Jll=11111 Llil= >_IIU' Ili VIII railII IIII b, liglu Alii =_I I -III .1J C 4. Wall Section at ' €edition 111.P ..SPF: 4/42,2/5/ 41ob • Ir2. 1 I 1 $ 0., 11 II I not WN I I I l I I 1 1 L,..IJ L 1 DC B CD I� A4 1 . 1 10. West Elevation A 1/4" r' .555 : 4/42 A3 A; 19x�i3 2'0v 1 1 I L._, J B I I I LJ A3 i 0 ta a 00 cis 54151L_ g 0 m o CI Ca O + O -• `0N ri 0.3 Q oy KQ4 N 0 O 6 1Yi 0.15 CNi N CD CD d � t'7v pOp aoL' U m • 3.7:13:11° N 2 o' • 0 • as s. �n aaio O U a z m 12 0 T1i-rn CCS GV 0 71.) rig b rF ^d Cd CCS O O 1-4O g o askC3 cl �U 0° � aZ WI4 \IN 105 r' L CD I r -I 5. Column Base 6. Terrace Roof Beam 7. Window Sill at W1.3 8. Window Sill at W2.3 z 0 a". A. Li _11 _1 J .� �- - cl0 =� A,4: t C Zi7 - FA O > m bS- z > m n CA- 0 MI =� EL mZ m Z a ,43 CTh c tzl w \I ' • N i. „ o- n N t W p -"c0 S1 2t : Z. TM1' tV t iti _1171E -- 1 I — II EIjl II/ JII11 fDl=Gllrll HfV — n (11117,- - 72-- i Illi= ion $• 2145 9 9 v s` Sheet Nu ber Dates io/23/20/2 QUicc//vey //3/7.26/3 RLVt5loni No. / •O V �m IT I- 0 0 C mCI n T :11 r TO 2 0 Ci) O 0 C D --I-1 CO O z �m m m m c2 m > - 7393 73 D C E 4 ? Z 2 � m m D� D O r z cn s 26 9 •7% 7.0 -7i o, N 'Sheet Contents 1. Wall Section at Addition 2. Section at Hall 3. Section at Entry 4. Section at Addition Revisions No. i • //3//2oc3 • OE>, 2/.ly,d44, Fr//fy Project N 0 1, la • 157. 9�2. _}I Guy ADU - Remodel and Addition 4954% County Road 214 New Castle, Colorado 81647 Project Number //.n2 tift 0 Owner Peter N. Guy 4954 County Road 214 New Castle, Colorado 81647 970 876 2634 0 Contractor Chuck Apostolik Paradox Construction 537 Wagon Wheel Circle New Castle, Colorado 81647 970 618 9924 2.11 o'r oar OI Michael Gassman Architect Box 2510 Basalt, Colorado 81621 970 925 2695 y 0 -40•1 8' O 0 RE -ENGINEERED RF TRUSSE HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION e yr N. it/e, ib' N^!NEESE° ' ROOF ,$E< 772&5.3 - FA.3, /Na. j/ -10p Claw/NgJ t Concrete Reinforcement 9x9—.J Footings 3 continuous No. 4 and No. 4 dowels 24" high with 8" leg at 16" o.c. Walls 2/.i. l;,V No. 6 at 16" o.c. each way at inside face -- 3112 Ilam# Lv� Slab - No. 3 at 16" o.c. each way / q m/6I o 4 cJ i .4 . Bond Beam 'C cI Q • No. 4 dowels 12" long with 16" leg into grouted CMU wall below. (W1.1) loo -o \\-1.1 oii., cl vi . 9-20 ' 302 x //'rb ,L I/L I II I$•0 tali! .• ,* / /).11 ZZ 74 (`n " t'/4 113.31/2- TAl_ ir o& lu_ /0'4 LYt- /43 Yi 6.7}'1. D RF TRUSSES \PRS -ENGINEER ERI FOR , PECTOR HAVE TIMEENGIOF F' ' E INSPECTION / AT TIME O M,l8 y 7 1•• ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION 1. Roof Framing Plan ii? ,I/ SFS : 2t/A2. 0-o _ fj-C 9 2 3 4 17.4 YJ' O 9� x4 121 1 Q 5.4r 2 3 4-0 10.4. 2b•0 17•(' !e•4 SIN a 3 s 0 5 P-6 7 2. Foundation and F)r Framing Plan I/A3, Q/A.3 4 22•� 17. to 2.7 3•v 9 ee- 4311 • 9-4 5 3•G >K•4 CD CD �Ie 1!o 0 a Contractor -44 CO C 0 PO 4 cd 0 0 Qui 0 P•• Q m [�cc y � zcs alt - Zai;, a�zo, a O 't N wit T'1 W et o bPt rd ct ;_lcvi O O O t 0.) O U) U • rn a r_ Concrete Reinforcement Footings 3 continuous No. 4 and No. 4 dowels 24" high with 8" leg at 16" o.c. Walls No. 6 at 16" o.c. each way at inside face Slab No. 3 at 16" o.c. each way / q m/6I 2 x 8 Plate %" x 8" anchor bolts at 48" o.c. Bond Beam 2 continuous No. 4, and No. 4 dowels 12" long with 16" leg into grouted CMU wall below. (W1.1) loo -o \\-1.1 SIN a 3 s 0 5 P-6 7 2. Foundation and F)r Framing Plan I/A3, Q/A.3 4 22•� 17. to 2.7 3•v 9 ee- 4311 • 9-4 5 3•G >K•4 CD CD �Ie 1!o 0 a Contractor -44 CO C 0 PO 4 cd 0 0 Qui 0 P•• Q m [�cc y � zcs alt - Zai;, a�zo, a O 't N wit T'1 W et o bPt rd ct ;_lcvi O O O t 0.) O U) U • rn a r_ c.1 co •W • CN1 :i V N .fir U DE m • 0 PI ct J?9J TV IE'I,IJ 77J: G'771I P.:lT OLOJ!L4DO. ,rlE iv 1/4 SEC. T,ON 6 BLM CAR isa N cx N 4 Oa iw v`ThE'L r 1N. • Rebar & cap found Reber & Cap sett L L5.5 :_.7 Fero line and 1. of gasse5.:r E oc-coater; as boundary One. ... inti 1m,4 bonot were t�: WARE * 1-111405 'RR, 4TIQ14 DITCH Of tic , h ,f' • tr.,r.x; • 9,).,, t ,14 CO 1-1 Cal 0 b R1 O 0 0 O • U O cu▪ " c11 C3 5 CI ZC• jC�t-- • Z .0 N 1-1 000 El r4t g -46')